Cement expanding agent

ABSTRACT

A calcium sulfoaluminate series cement expanding agent having a specific particle size distribution. This cement expanding agent is not influenced by the variation of curing condition and can develop a high expandability in the concrete.

lob-89. AU 116 EX a United States Patent 1 91 [111 3,819,393 Ono et al. June 25, 1974 CEMENT EXPANDING AGENT 3,251,701 5/1960 [76] Inventors: Yoshizo Ono, No. 230; Tsutomu Mizunuma, 111, Ohaza-Ohmi, both 3: :55 5/1972 of, Nishikubiki-gun, Japan Filedl J 1972 Primary ExaminerDelbert E. Gantz 1 A L N 265 036 Assistant Examiner-James W. Heliwege [2 1 pp 0 Attorney, Agent, or Firm--Sughrue, Rothwell, Mion,

- Zinn & Macpeak [30] Foreign Application Priority Data June 26, I971 Japan 46-46505 I [57] ABSTRACT 12%} F/$1., 33133 A calcium sulfoawminate e m i 't 58 Field of Search 106/314, 89, 104, 109 fi .FEE =QE l-E%QE .T1HS

cement expanding agent 15 not 1n uenced by the vana- [56] References Cited tion of curing condition and can develop a high ex- UNITED STATES PATENTS pandability in the concrete.

3,155,526 11/1964 Klein 106/89 1 Claim, 4 Drawing Figures PATENIEBJUNZBW 5.819.393

SHEET 3 [IF 4 1 CEMENT EXPANDING AGENT The present invention relates to a calcium sulfoaluminate series cement expanding agent (hereinafter abridged as CSA). Conventional cement shrinks and causes cracks during the hardening and drying steps. in order to obviate these drawbacks, various cement expanding agents have been disclosed. For example, Japanese Pat. No. 514,199 (German Pat. No. 1,571,437) discloses a cement expanding agent having a regulated particle size distribution, which is produced by burning a raw mixture having a chemical composition of CaO/Al O being from 2 to 6 and CaSO /Al O being from 2 to 4 in a molar ratio to prepare a sintered body and pulverizing the sintered body so as to have a particle size distribution which contains less than 10 percent (hereinafter, percent means percent by weight) of particles having a size smaller than 4411., more than 70 percent of particles having a size of 44 to 250p., and less than 20 percent of particles having a size larger than 250a. However, this cement expanding agent still has such a drawback that the restricted expansion coefficient is considerably decreased due to the variation of curing condition.

The object of the present invention is to provide a novel CSA having no above described drawback. After various investigations, the inventors have found that CSA having the specific particle size distribution as defined hereinafter is not influenced by the variation of curing condition between the curing in water or in vapour and the curing in air and can develop a high expandability in the resulting concrete or mortar.

That is, the present invention provides a cement expanding agent produced by burning limestone, alumina and gypsum in such a mixing ration that the resulting sintered body has the following mineral composition:

3CaO-3Al-,O;rCaSO, 10 to 40% free CaO l to 2071 and free CaSO, 20 to 60%,

and pulverizing the sintered body and adjusting the particle size distribution of the pulverized sintered body to the following ranges:

smaller than 44p. 30 to 60%, 88 to [49a to 40% and larger than 250p. less than 2071.

The present invention will be explained in more detail with reference to the following experimental example.

Experimental Example Lime, gypsum and bauxite were compounded in a molar ration of CaO/Al O 4 and CaSO.,/Al O 3 to prepare a raw mixture, and the raw mixture was fused at 1,200C in an electric furnace. The fused body was cooled and pulverized by means of an air swept type grinder to prepare four kinds of CSA particles having the following particle sizes. (:1) particles having a size of smaller than 44a (hereinafter abridged as a-size particles). (b) particles having a size of 44 to 88 2 (hereinafter abridged as B-size particles), (c) particles having a size of 88 to 149p. (hereinafter abridged as y-size particles) and (d) particles having a size of 149 to 250p. (hereinafter abridged as 8-size particles),

and 13 percent of each of .the four kinds of CSA particles was compounded with cement so that the total amount of the CSA particles and the cement was percent. The free expansion coefficient of the resulting mortar was determined by the use of a mortar sample defined in 11S R 5201, and the result is shown in FIG. 1.

The above mentioned air swept type grinder will be explained hereinafter with reference to H0. 4.

The fused and cooled body is fed to a ball mill 2 by the air from a blower in and pulverized. The pulverized product is fed to a separator 3 from the ball mill 2 through a circuit 18 by the air from the blower l to effect a primary separation. The coarse particles are further fed to a separator 4, where an additional separation is effected and the separated fine particles are fed to a shifter 6 through a circuit 10 and in the shifter a screening is made. The screened particles are taken out through a circuit 14. The particles remaining on the sieve are returned back to the ball mill 2 through a circuit 15. The fine particles separated at the separator 4 are fed to a cyclone 5 through a circuit 11 and the particles collected in this cyclone are combined through a circuit 13 with the fine particles from the circuit 14 and discharged as a product. The other part particles in the cyclone 5 are returned back to a ball mill through the circuits l2 and 16. In the closed circuit, the ultra fine particles are collected at a back filter 7 through a circuit l7 and a part of air is purged out from'the system.

A seen from FIG. 1, although the above described four kinds of CSA particles are produced from the same fused body, they exhibit considerably different behaviors in the free expansion depending upon the particle size. Particularly, it has hitherto been considered that as the particle size of the CSA is smaller, the particles hydrate more rapidly and expand more rap idly than particles having a larger size However, it has been surprisingly found from the above described result that although a-size particles are very fine particles, the a size particles hydrate considerably slower than y-size particles. This phenomenon has been firstly confirmed by the inventors. in the cement expanding agent of the present invention, a-size particles and 'y-size particles occupy the main portion so as to utilize the opposite properties of the slowly expandable a-size particles and rapidly expandable y-size particles, and other particles occupy some portion, whereby the CSA function can be fully developed. Namely, a-size particles occupy 30 to 60 percent, 'y-size particles occupy 10 to 40 percent and particles having a size of larger than 250a occupy less than 20 percent in the cement expanding agent of the present invention.

The term CSA function herein used means such a function that the expanding velocity due to hydration of CSA and the strength-developing velocity due to hydration of cement are well balanced, and such properties are not diminished mutually in the course of initial curing stage and fully developed, and the decrease of the restricted expansion coefficient is small owing to the variation of curing condition, for example, between thecuring in water and the curing in air.

Then, a-size and -y-size particles, which are main components of the cement expanding agent according to the present invention, were compounded alone or in admixture with cement to prepare mortars. FIG. 2 shows a relation between the free expansion coefficient to delay formation of ettringite and the age of the mortars. It has been found from FIG. 2 that the slow expandability of a-size particles and the rapid expandability of y-size particles are developed corresponding to the mixing ratio of the two particles.

When the amount of a-size particles is less than 30 percent and the amount of 'y-size particles is more than 40 percent, the rapid expandability of the 'y-size particles increases and the initial expansion of mortar is large. As the result, the balance between the initial expansion of mortar and the hydration of cement is lost to cause creep in the mortar, and the expandability of the mortar under a restricted state is lost due to the creep. While, when the amount of a-size particles is more than 60 percent and the amount of 'y-size particles is less than percent, the expandability of mortar is highly influenced by the curing in air after the curing in water. For example, when the mortar is cured in water at C for 3 days and then immediately cured in air of 50 percent RH at 20C, the mortar shrinks and cracks are formed in the mortar. Further, when the amount of coarse particles having a size of larger than 250;! is more than 20 percent, water penetrates very slowly into the interior of the particle at the hydration (3CaOAl O 3CaSO '32H O), and moreover cement forms a colloidal film on the surface of the particle and unreacted coarse particles remain. As the result, for example,

when a mortar is cured in vapour, the balance between the hydration velocity of cement and that of CSA is lost and the mortar expands over a long period of time, and accordingly the mortar is unstable. In the cement expanding agent of the present invention, the maximum diameter of particles is less than about 350a. Particles used in this experiment contained 3 to 5 percent of particles having a size of about 350a.

As seen from FIG. 1, B-size particles and B-size particles show small expansion. When they are compounded with the a-size particles, 'y-size particles and particles having a size oflarger than 250p, if the above specified particle size distribution and the above defined ranges of the latter three kinds of particles are maintained, the characteristic property of the cement expanding agent of the present invention is not deteriorated.

As the cement to be compound with the cement expanding agent of the present invention, various mixed cements other than Portland cement may be used.

The mi e ratio of th ment expanding agent to a cement is 5 l5 percent by wBTght of said agent and 95 85 percent by weight of the cement. Beyond this ange, the efficient expandability cannot be attained.

For a better understanding of the present invention, reference is taken to the accompanying drawings. wherein:

FIG. I is a graph showing a relation between the free expansion coefficient of mortar and the particle size of CSA particles;

FIG. 2 is a graph showing a relation between the free expansion coefficient and the age of mortar;

FIG. 3 shows a procedure for the production of a mortar sample to be used for the determination of restricted expansion coefficient; and

FIG. 4 is a flow sheet showing an air swept type grinder.

The following example is given in illustration of this invention and is not intended as a limitation thereof.

EXAMPLE I Residue resulted from acetylene generation, burned white bauxite and anhydrous gypsum were mixed in a molar ratio of CaO/Al O 4 and CaSO /Al O 3. and the resulting mixture was burned at 1,250C in a rotary kiln to obtain a CSA clinker. The CSA clinker was pulverized in a closed circuit air swept type grinder to obtain a cement expanding agent, which had a mineral composition and a particle size distribution as shown in the followinng Table 1. The resulting cement expanding agent was compounded with cement in a recipe as shown in the following Table 2 to prepare a mortar, and the restricted expansion coefficient of the mortar was determined to obtain a result as shown in the following Table 3. As a control, a mortar is prepared from a cement expanding agent of the above described Japanese Pat. No. 514,199. The mineral composition and particle size distribution of this expanding agent and the restricted expansion coefficient of the mortar are also shown in Tables 1 and 3.

Table I Cement expanding agent resent Japanese Patent invention No. 514,199

Molar ratio of starting CaO:Al,O :CaSO 4:1:3 4:1:3 materials 3CaO'3Al O 'CaSO 23.6 23.6 Mineral free CaO 19.5 l9.5 composition free CaSO 47.0 47.0 (a) less than 44y. 40.2 5.8 Particle (/3) 44 88y. 13.6 size distribution 88 149;; 28.7 93.6

Table 2 F10w Cement FM value Air W/C S/C Water Cement expanding Sand agent d (Kg/m) (Kg/m) g/ (Kg/m) (7r) Table 3 N 2. W. a

Percentage of decreasing restricted expansion coeffi- Age Present Japa cient was calculated from the following formula: Curing (day) invention Patent N- 514399 Percentage of expansion expansion deci g coefficient coefficient l 0.02 0.03 restricted {14)da 28 da x 100 20C, 2 0.04 0.06 mi? expansion coefficient in water 4 0 06 coefficient (14) y) 7 v Restricted 010 One embodiment of chemical compositions of the ce- CXPMSIOH 7 ment expansion agent according to the present invencoefficient (q) tron 15 shown in the following Table 4.

Table 4 Chemical composition of the cement expanding agent of the present invention Free l g.loss lnsol. SiO, AIZOJ Fe,0 CaO MgO SO, C aO Total 0 As seen from Table 3, when a mortar sample was C. l5 0 ll 0.10 in air firstly cured in water and then in air, the percentage of 0 H) i i 31% 8-8? decreasing restricted expansion coefficient in the case Pmemage of decreasing of the conventional expanding agent 18 36.3 percent, restricted expansion 9 I 36.3 but that m the case of the expanding agent of the present invention is only 9.1 percent. This proves that the CSA function can be greatly improved by regulating the particle size of CSA according to the present invention.

Note I:

A mortar sample for the determination of restricted expansion coefficient was prepared in a steel ratio of 1.0 percent according to the procedure shown in FIG. 3.

The procedure shown in FIG. 3 is as follows. A frame A manufactured by bolting restricting iron plates of 100 X l00 X 15 mm to both ends of a PC steel rod of 270 mm length sheathed with a vinyl pipe is placed in a vessel B defined by MS A-l 125.

Previously prepared mortar is introduced into the vessel B, left to stand for 24 hours in a room at a temperature of 21 i 3C under a wet stage and taken out from the vessel B according to H8 R 5201 to obtain a mortar sample C.

What is claimed is:

l. A cement expanding agent produced by burning raw materials in such a mixing ratio that the resulting sintered body has the following mineral composition:

3CaO-3Al O:,-CaS0 free CaO free C2180 10 to 40% by weight, ID to 20% by weight. and 20 to 60% by weight,

88 to l49p. larger than 250p.

30 to 60% by weight. 10 to 40% by weight. and less than 20% by weight.

UNITED STATES PATENT OFFICE /& 6 5 CERTIFICATE OF CORRECTION Patent No. 3, 819, 393 Dated June 25,1974

Inventor(s) Yoshlzo Ono et 31 It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:

In The Heading;

The Assignee's name was omitted. Should be;

--DENKI KAGAKU KOGYO KABUSHIKI KAISHA Signed and Sealed this sixth D y of January 1976 [SEAL] Arrest:

Aueszing Officer Commissioner uj'PatenIs and Tradenmrks UNITED STATES PATENT OFFICE CERTIFICATE OF CORRECTION Patent No. 3, 819, 393 Dated June 25, 1974 lnventofls) Yoshizo Ono et a1 It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:

In The Heading:

The Assignee's name was omitted. Should be:

. --DENKI KAGAKU KOGYO KABUSHIKI KAISHA Signed and Sealed this sixth D y of January 1976 [SEAL] Attest:

O RUTH c. MASON c. MARSHALL DANN Arresting Officer Commissioner of Patents and Trademarks UNITED STATES PATENT OFFICE CERTIFICATE OF CORRECTION Patent No. 3, 819, 393 Dated June 25, 1974 lnventofls) Yoshizo Ono et a1 It is certified that error appears in the above-identified patent and that said Letters Patent are hereby corrected as shown below:

In The Heading:

The Assignee's name was omitted. Should be:

. --DENKI KAGAKU KOGYO KABUSHIKI KAISHA Signed and Sealed this sixth D y of January 1976 [SEAL] Attest:

O RUTH c. MASON c. MARSHALL DANN Arresting Officer Commissioner of Patents and Trademarks 

